Spelling suggestions: "subject:"pressed concrete""
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Factors affecting friction losses in multi-strand post-tensioning tendons including the effect of emulsifiable oilsIcaza Aguirre, Juan José. January 2004 (has links) (PDF)
Thesis (M.S. in Engineering)--University of Texas at Austin, 2004. / Includes bibliographical references.
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Design of a continuous composite prestressed concrete bridgeMehta, Narendra Manilal. January 1962 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1962. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaf 109).
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Performance of fire-damaged prestressed concrete bridgesMoore, Wendy LeAnn, January 2008 (has links) (PDF)
Thesis (M.S.)--Missouri University of Science and Technology, 2008. / Appendix included as 690 pages at end of thesis. Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed June 8, 2009) Includes bibliographical references (p. 133-138).
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Direct design of prestressed concrete beamsPatel, Motilal P. January 1962 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1962. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaf 113).
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Field study of prestressed concrete beamsGami, Suresh Shantilal. January 1963 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1963. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaf [57]).
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Creep and pre-stressed concreteOrhun, Atilla January 1960 (has links)
No description available.
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Time dependent behaviour of statically indeterminate prestressed concrete structuresLinkeshwaran, Ponnam Palam January 2001 (has links)
No description available.
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Anchorage length in pretensioned concrete and the effect of some variables theron.Joa, Eric January 1964 (has links)
The effect of a number of variables upon prestress anchorage length was investigated. The end zones of prestressed pretensioned concrete members were simulated by casting against steel bulkheads. 3/8" diameter strands and .276" diameter wires were used. Fifty specimens were tested. The variables investigated were; surface condition of prestressing steel, speed of release of prestress, water/cement ratio of concrete, age of concrete, stress in concrete, and vibration.
A relationship between free end pull-in and anchorage length was found and is compared with the results of other investigators. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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Response of prestressed concrete tension membersBischoff, Peter H. January 1983 (has links)
No description available.
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Full-range behaviour of concrete beams partially prestressed with unbonded tendonsTso, Karmen., 曹嘉雯. January 2007 (has links)
published_or_final_version / abstract / Civil Engineering / Master / Master of Philosophy
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